Plan Review Details - Permit 09010388
Plan Review Stops For Permit 09010388
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2009-03-04 Cont ID  
Sent By shill Date 2009-03-04 Time 15:16 Rev Time 0.00
Received By shill Date 2009-03-04 Time 15:12 Sent To  
Notes
2009-03-04 15:40:26****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
  
 1. ADDRESSED.
  
 2. 1ST REVIEW; SEE ANCHOR CHARTS ON THE ACCORDION
 PRODUCT APPROVAL, SHEET 6, MINIMUM STRENGTH REQUIREMENT
 FOR CONCRETE AND PROVIDE INFORMATION REGARDING THE
 EXISTING SUBSTRATE TO SHOW THAT IT MEETS THE MINIMUM
 REQUIREMENT.
  
 2ND REVIEW; NOT ADDRESSED. PLEASE ADVISE AS TO HOW YOU
 HAVE DETERMINED THAT CONCRETE MEETS THE MINIMUM
 STRENGTH OF 3100PSI. PLEASE NOTE THAT YOU MAY
 ALTERNATIVELY USE CONCRETE BLOCK ANCHOR SPACING.
  
 3RD REVIEW; CONTRACTOR WROTE A RESPONSE THAT ACI318-02
 REQUIES 4500PSI MIN CONCRETE TESTED FOR 5000PSI
 CONCRETE STRENGTH OR CO WOULD NOT HAVE BEEN ISSUED.
 PLEASE NOTE THAT ACI318-02 WAS NOT IN EFFECT AT THE
 TIME THAT THIS STRUCTURE WAS BUILT. SOME STRUCTURES IN
 THIS DEVELOPMENT WERE BUILT WITH A BOND BEAM RATHER
 THAN A TIE BEAM. CONCRETE STRENGTH IS SPECIFIED BY THE
 STRUCTURAL ENGINEER, NOT AN ACI REFERENCE. WITHOUT
 PLANS OR CONCRETE TEST THERE IS NO WAY FOR ME TO
 DETERMINE IF CONCRETE IS THE SUBSTRATE AT THE TOP, OR
 THE CONCRETE STRENGTH AT TOP AND BOTTOM.
  
 CONTRACTOR WROTE A RESPONSE THAT THE 6" ANCHOR SPACING
 PROPOSED EXCEEDS CONCRETE BLOCK REQUIREMENTS. SEE
 OPENING 2, FOR EXAMPLE. C2 IS SPECIFIED AT TOP, C4 AT
 BOTTOM (PLEASE REVISE INSTALLATION SCHEDULE TO CLARIFY
 OPTIONS; THIS SHOULD CORRELATE WITH THE ANCHOR CHARTS).
 C2 REQUIRES 3" FOR BOTH C2 AND C4, BUT CONTRACTOR HAS
 SPECIFIED 6" AND 5". THIS IS AN EXAMPLE; MAY APPLY TO
 OTHER OPENINGS; PLEASE CHECK ALL.
  
 CONTRACTOR'S RESPONSE STATES THAT "UNIT 2 -44.5PSF SPAN
 138" @ 108" 9" @ 157" 3" 6" SHOULD BE ACCEPTABLE".
 PLEASE NOTE - 138" SPAN REQUIRES USE OF THE COLUMN FOR
 SPANS UP TO 13'1", WHAT DO ALL OF THE OTHER NUMBERS
 MEAN? 3" REQUIRED, PLEASE SEE ANCHOR CHART PAGE 7. I
 HAVE HIGHLIGHTED ONE SET.
  
 EITHER PROVIDE A PERMIT NUMBER FOR THIS STRUCTURE OR
 PROVIDED CONCRETE TESTS REFERRED TO IN RESPONSE LETTER
 AS EVIDENCE OF 3100 PSI (TOP AND BOTTOM). NOTE THAT
 MANY RESIDENTIAL SLABS ARE POURED AT 2500PSI.
  
 NEW COMMENT:
  
 3. PLEASE SUBMIT TWO IDENTICAL COLLATED SETS OF PERMIT
 DOCUMENTS FOR PERMIT ISSUANCE. FOR INSTANCE, ONLY ONE
 NEW FLOOR PLAN AND ONE REVISED INSTALLATION SCHEDULE
 WAS SUBMITTED. OLD SHEETS CAN BE REMOVED FROM THE SET
 AND SUBMITTED SEPARATELY FOR REFERENCE.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU NEED ASSISTANCE
 WITH THE ABOVE ISSUES.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-02-09 Cont ID  
Sent By shill Date 2009-02-09 Time 14:51 Rev Time 0.00
Received By shill Date 2009-02-09 Time 14:51 Sent To  
Notes
2009-02-09 15:00:05****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
  
 1. ADDRESSED.
  
 2. SEE ANCHOR CHARTS ON THE ACCORDION PRODUCT APPROVAL,
 SHEET 6, MINIMUM STRENGTH REQUIREMENT FOR CONCRETE AND
 PROVIDE INFORMATION REGARDING THE EXISTING SUBSTRATE TO
 SHOW THAT IT MEETS THE MINIMUM REQUIREMENT.
  
 NOT ADDRESSED. PLEASE ADVISE AS TO HOW YOU HAVE
 DETERMINED THAT CONCRETE MEETS THE MINIMUM STRENGTH OF
 3100PSI. PLEASE NOTE THAT YOU MAY ALTERNATIVELY USE
 CONCRETE BLOCK ANCHOR SPACING.
  
 3. ADDRESSED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-01-28 Cont ID  
Sent By shill Date 2009-01-28 Time 11:34 Rev Time 0.00
Received By shill Date 2009-01-28 Time 11:34 Sent To  
Notes
2009-01-28 11:58:13****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
  
 1. REVISE EXPOSURE CATEGORY OR EXPLAIN RATIONALE FOR
 EXPOSURE B. NOTE THAT THE DEFINITION FOR EXPOSURE C HAS
 CHANGED EFFECTIVE DECEMBER 8, 2006 FBC1609.4, FBC
 R301.2.1.4.
  
 2. SEE ANCHOR CHARTS ON THE ACCORDION PRODUCT APPROVAL,
 SHEET 6, MINIMUM STRENGTH REQUIREMENT FOR CONCRETE AND
 PROVIDE INFORMATION REGARDING THE EXISTING SUBSTRATE TO
 SHOW THAT IT MEETS THE MINIMUM REQUIREMENT.
  
 3. FBC1003.6, MEANS OF EGRESS CONTINUITY. THE PATH OF
 EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL NOT BE
 INTERRUPTED BY ANY BUILDING ELEMENT OTHER THAN A MEANS
 OF EGRESS COMPONENT AS SPECIFIED IN CHAPTER 10. ON THE
 FLOOR PLAN, DECLARE OCCUPANCY CLASSIFCATION FBC CHAPTER
 3 AND SHOW ALL REQUIRED EXIT DOORS FBC1003.6.
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2009-01-28 Cont ID  
Sent By btrobaug Date 2009-01-28 Time 10:27 Rev Time 0.00
Received By btrobaug Date 2009-01-28 Time 10:15 Sent To B
Notes
2009-01-28 10:27:34 
  
 AN ELECTRICAL PERMIT IS REQUIRED PER 105.1 FBC AS
 AMENDED, NO ELECTRICAL CONTRACTOR SIGNED ON THE
 APPLICATION./WRT.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-02-25 Cont ID  
Sent By adarroug Date 2009-02-25 Time 16:04 Rev Time 0.00
Received By adarroug Date 2009-02-25 Time 16:04 Sent To B
Notes
2009-02-25 16:04:21TO "SHILL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-02-05 Cont ID  
Sent By adarroug Date 2009-02-05 Time 08:45 Rev Time 0.00
Received By adarroug Date 2009-02-05 Time 08:45 Sent To B
Notes
2009-02-05 08:45:30TO "SHILL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-01-28 Cont ID  
Sent By shill Date 2009-01-28 Time 11:58 Rev Time 0.00
Received By shill Date 2009-01-27 Time 10:53 Sent To  
Notes
2009-01-27 10:54:01TO "E" BOX


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